State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf

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ASPHALT INSPECTORS DAILY REPORT Lot No. 186 Date 08/08/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9622035 Type Plant Batch-Drum Surface CONTROL AC-30 Source of AC ERGON (Inside Lane) EXTRATIONS (MT-30) SAMPLE NUMBER 1 2 Time 1:15 Time 1:15 Temperature 157 C Temperature 146 C Sample Wt. (W) 1840.6 Air Wt. 1196.1 Weight of Moist (M) 0.7 Water Wt. 675.2 Dry Sample Wt. (Ws) 1839.9 Characteristics SSD Wt. 1196.9 Corr. AC % 5.57 (102.5) of Laboratory Volume 521.7 Total Ext. Wt. (W1) 1737.4 Compacted Sp. Grav. 2.293 Job Sieve Weight % Dev. Spec. Specimens Voids 3.3 Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 14.9 1 1/2" 6 Dial 200 1" 6 Stability 2686 100 3/4" 0 100 0 6 Flow 15 97 1/2" 76.5 95.6 1.4 6 Asphalt Content Guage (MT-6) 5.61 87 3/8" 260.3 85 2 6 Moisture Sample Wt. 500.9 55 #4 799.2 54 1 5 Correction Wt. Water 0.2 37 #8 1091.2 37.2 0.2 5 (AASHTO: T110) % Moisture 0.04 #16 5 Corrected Asphalt Content 5.57 20 #30 1379.5 20.6 0.6 4 Sample Wt. 1907.6 11 #50 1565.5 9.9 1.1 4 Maximum Cal. Wt. 7514 5.4 #200 1651.8 4.9 0.5 1.5 Specific Gravity Final Wt. 8617.5 TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 804.1 Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.372 Station 195+00 197+65 217+97 222+78 230+10 Location 0.9 m 0.6 m 2.8 m 1.2 m 1.8 m Crush Count % Thickness 38 mm 38 mm 32 mm 32 mm 41 mm Limestone Retained on #4 Sieve % Air Wt. 589 592.5 521.2 545.6 617.6 Agg. Bulk Sp. Grav. 2.545 Water Wt. 330 327.3 286.6 304.8 343.6 Job Mix AC% 5.6 CORE SSD Wt. 592.2 596 525.5 548 619.9 VMA = 15.3 Minimum = 14 DENSITY Volume 262.2 268.7 238.9 243.2 276.3 Sp. Gravity 2.246 2.205 2.182 2.243 2.235 Average Max. Sp. Gravity 2.372 Density % Density 94.7 93 92 94.6 94.2 93.7 116
ASPHALT INSPECTORS DAILY REPORT Lot No. 188 Date 08/09/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9622035 Type Plant Batch-Drum Surface CONTROL AC-30 Source of AC ERGON (Outside Lane) EXTRATIONS (MT-30) SAMPLE NUMBER 1 2 Time 9:50 Time 9:50 Temperature 154 C Temperature 146 C Sample Wt. (W) 1547.9 Air Wt. 1195.9 Weight of Moist (M) 1.2 Water Wt. 670.7 Dry Sample Wt. (Ws) 1546.7 Characteristics SSD Wt. 1197 Corr. AC % 5.33 (82.4) of Laboratory Volume 526.3 Total Ext. Wt. (W1) 1464.3 Compacted Sp. Grav. 2.272 Job Sieve Weight % Dev. Spec. Specimens Voids 4.6 Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 15.5 1 1/2" 6 Dial 173 1" 6 Stability 2276 100 3/4" 0 100 0 6 Flow 11 97 1/2" 64.1 95.6 1.4 6 Asphalt Content Guage (MT-6) 5.41 87 3/8" 222.2 84.8 2.2 6 Moisture Sample Wt. 500 55 #4 683.7 53.3 1.7 5 Correction Wt. Water 0.4 37 #8 930.9 36.4 0.3 5 (AASHTO: T110) % Moisture 0.08 #16 5 Corrected Asphalt Content 5.33 20 #30 1165.4 20.4 0.4 4 Sample Wt. 1927.4 11 #50 1317.2 10 1 4 Maximum Cal. Wt. 7514 5.4 #200 1387.6 5.2 0.2 1.5 Specific Gravity Final Wt. 8632.2 TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 809.2 Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.382 Station 191+40 205+09 210+62 221+29 231+70 Location 2.8 m 2.4 m 2.8 m 2.1 m 1.5 m Crush Count % Thickness 38 mm 38 mm 38 mm 32 mm 41 mm Limestone Retained on #4 Sieve % Air Wt. 545.5 559.6 597.2 532.7 684.1 Agg. Bulk Sp. Grav. 2.545 Water Wt. 306.2 315 331.8 297.9 378.4 Job Mix AC% 5.6 CORE SSD Wt. 546.9 560.6 598.8 533.5 687 VMA = 15.3 Minimum = 14 DENSITY Volume 240.7 245.6 267 235.6 308.6 Sp. Gravity 2.266 2.279 2.237 2.261 2.217 Average Max. Sp. Gravity 2.382 Density % Density 95.1 95.7 93.9 94.9 93.1 94.5 117
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FINAL REPORT STATE STUDY NO. 111 PO
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NOTICE The contents of this report
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TABLE OF CONTENTS Section Page CHAP
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22. FWD deflections for Styrelf 37
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SCOPE The experimental design calle
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This policy was not in effect when
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TRAFFIC VOLUMES Traffic for this se
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CHAPTER 3: DESIGN AND CONSTRUCTION
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was then repeated for the surface c
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Table 1. Material Types for Polymer
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Table 4. Actual stationing for test
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Modifier Course Station-to-Station
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CHAPTER 4: TESTING PROCEDURES AND R
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CONTROL Section Both the binder and
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as would be expected for new paveme
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BINDER AIR VOIDS AIR VOIDS, % 9 8 7
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VISCOSITY CHART FOR BINDER COURSES
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AVERAGE SHEAR STRENGTH COMPUTED FRO
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FWD DATA FOR KRATON (Sensor locatio
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FWD DATA FOR NOVOPHALT (Sensor loca
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FWD DATA FOR ULTRAPAVE (Sensor loca
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FWD DATA FOR CRYOPOLYMER RUBBER (Se
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FWD DATA FOR CONTROL SECTION (Senso
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AVERAGE RUT DEPTH (INCHES) 0.40 0.3
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APA AVERAGE RUT DEPTHS OF CORES AT
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Table 8. Relative ranking of the di
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areas of high equivalent single axl
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APPENDIX A ROLLING PATTERNS 56
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POLYMER MODIFIED HMA FIELD TRIAL RO
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Page 73 and 74: POLYMER MODIFIED HMA FIELD TRIAL RO
Page 86 and 87: ASPHALT INSPECTORS DAILY REPORT Lot
Page 118 and 119: Lot No. 180 Date 08/07/1996 Project
Page 126 and 127: APPENDIX C MANUAL RUT MEASUREMENTS
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